Public Administrative Department Local Bodies Closing in 3 days TDR #56313408

Tender For Restoration Work Against Ph Work Of Providing/ Laying Of 600Mm (24) I/D & 450Mm (18) I/D Reinforced Cement Concrete Np-2 Pipe Line Along With Construction Of New Machine Holes And Road Gullies Near Plot No. 29 Mw Industrial Area Phase-I Ch

Issued by Local Bodies · Chandigarh, Chandigarh
Tender Value
11.46 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
3 days left
EMD
22920
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Restoration Work Against Ph Work Of Providing/ Laying Of 600Mm (24) I/D & 450Mm (18) I/D Reinforced Cement Concrete Np-2 Pipe Line Along With Construction Of New Machine Holes And Road Gullies Near Plot No. 29 Mw Industrial Area Phase-I Chandigarh For Smooth Functioning Of Storm Water Drainage System (Ch. To Capital Head: Swd System).

BOQ

Name of Work:- Restoration work against PH work of Providing/ laying of 600mm (24) i/d & 450mm (18) i/d RCC NP-2 pipe line along with construction of new machine holes and road gullies near Plot no. 29 MW Industrial Area Phase-I Chandigarh for smooth functioning of storm water drainage system (Ch. to Capital Head: SWD system).
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. DSR 2.6.1
2Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60
3Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give leval and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer in charge
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete (DSR 2.27
5Construction of granular sub-base by providing Material conforming to Grading-II --- Table 400-1 including 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 8 to 10 tonne to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge & as per clause 401 of MORTH specifications (5th revision)
6Laying, spreading and compacting stone aggregate of 63 to 45 mm gauge conforming to grading - ll in table 400-9 of MORTH specifications (5th revision) to water bound macadam specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MORTH specifications (5th revision)
7Laying, spreading and compacting stone aggregate of 53 to 22.4 mm gauge conforming to grading - ll in table 400.7 of MORTH specifications (5th revision) to water bound macadam specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MORTH specifications (5th revision)
8Surface dressing on surface as wearing coarse in single coat using crushed stone aggregate of 13mm nominal size as per table 500 - 22 of MORT&H specification @ 0.010 cum per 10sqm on a layer of bituminous binder laid straight run bitumen grade (VG-10 Bulk) laid @ 1.00 kg per sqm on prepared surface and rolling with smooth wheeled road roller of 8 to 10 tonne capacity etc. complete as per clause 509 of DSR specifications (5th revision). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56313408
AUTHORITY Local Bodies
TENDER VALUE 11.46 Lakhs
LAST DATE 13-07-2026
Authority
Authority Name Municipal Corporation
Work Description Tender for Restoration Work Against Ph Work Of Providing/ Laying Of 600Mm (24) I/D & 450Mm (18) I/D Reinforced Cement Concrete Np-2 Pipe Line Along With Construction Of New Machine Holes And Road Gullies Near Plot No. 29 Mw Industrial Area Phase-I Chandigarh For Smooth Functioning Of Storm Water Drainage System (Ch. To Capital Head: Swd System).
Basic Detail
Tender No 2026/R2/78
Bidding Type Tender
Location
City Chandigarh
State Chandigarh
Key Dates
Publish Date 06 Jul 2026
Submission Date 13 Jul 2026
Open Date 13 Jul 2026
Finance
Tender Value 11.46 Lakhs
Tender Fee 1000
EMD 22920
Exemption Not Available
Document List
BOQ_114425.xls
ebf9bce2-3828-4c54-af02-15a61b23dcaa.html
Tendernotice_1 (12).pdf

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Tender Timeline

Jul 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_114425.xls

html

ebf9bce2-3828-4c54-af02-15a61b23dcaa.html

pdf

Tendernotice_1 (12).pdf

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