Housing Urban and Rular Development Local Bodies Closing in 1 days TDR #56634353

Tender For Special Repair Of Master Roads In Sector-8 Jind. Preparation Arrangement For The Visit Of Honble Prime Minister Of India For Public Meeting At Jind And All Other Works Contingent Thereto (Including One Year Maintenance And Defect Liability

Issued by Local Bodies · Jind, Haryana
Tender Value
1.82 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
1 days left
EMD
4000
Bank guarantee accepted
Document Fee
250
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jind → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Special Repair Of Master Roads In Sector-8 Jind. Preparation Arrangement For The Visit Of Honble Prime Minister Of India For Public Meeting At Jind And All Other Works Contingent Thereto (Including One Year Maintenance And Defect Liability Period Free Of Cost)

BOQ

Name of Work:- SPECIAL REPAIR OF MASTER ROADS IN SECTOR-8 JIND. Preparation arrangement for the visit of Honble Prime Minister of India for Public meeting at Jind and all other works contingent thereto (Including One year maintenance and defect liability period free of cost)
Sl. No. Item Description
1[1.LB067] LB067. Mazdoor (unskilled)
2[1.PM026] PM026. Tractor with trolley
3[1.PM108] PM108. Water Tanker
4[1.PM115] PM115. Crane 10 tonne capacity
5[11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand)
6[11.52]Cement rendering on plaster 1 mm thick
7[14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity
8[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material
9[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications
10[17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size)
11[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm 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 VG - 30 @ 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 complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.
12[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
13[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
14[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
15[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
16[34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
17[4.1]Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
18[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil
19[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
20[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete
21[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more
22[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
23[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
24Hiring of Tractor with burma including cost of services of operating staff, lubricating oil, diesel/Petrol, other consumables for running the Tractor with burma set complete in all respect for sucking and disposal of rain water accumulated due to heavy rainfall complete in all respect including cost of material, labor, carriage, loading-unloading, excluding GST, other charges etc. as per the satisfaction of Engineer-in-charge.. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56634353
AUTHORITY Local Bodies
TENDER VALUE 1.82 Lakhs
LAST DATE 28-07-2026
Authority
Authority Name Haryana Urban Development Authority
Work Description Tender for Special Repair Of Master Roads In Sector-8 Jind. Preparation Arrangement For The Visit Of Honble Prime Minister Of India For Public Meeting At Jind And All Other Works Contingent Thereto (Including One Year Maintenance And Defect Liability Period Free Of Cost)
Basic Detail
Tender No 2026FD450ED6 69CD 4AB8 A4C7 0A640C4170B1259HSV
Bidding Type Tender
Location
City Jind
State Haryana
Key Dates
Publish Date 23 Jul 2026
Submission Date 28 Jul 2026
Open Date 29 Jul 2026
Finance
Tender Value 1.82 Lakhs
Tender Fee 250
EMD 4000
Exemption Available
Document List
031b60d3-0bbe-42b7-b455-e70994b65208.html
BOQ_615399.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

031b60d3-0bbe-42b7-b455-e70994b65208.html

xls

BOQ_615399.xls

pdf

Tendernotice_1.pdf

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