Drinking Water Supply and Sanitation Government Departments Closing in 3 days TDR #55754069

Tender For Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refil

Issued by Government Departments · Nawanshahr, Punjab
Tender Value
8.37 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
3 days left
EMD
17000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 (On Side Walls) , Reinforced Cement Concrete Work Hand Mixed 1:2:4 For Slab Including Steel Reinforcement Up To 60 Kg Per Cum , Cement Concrete 1:2:4 With Stone Ballast Or Shingle Mixing By Manual Means , Cement Concrete 1:4:8 With Stone Aggregate 40Mm Gauge Mixing By Manual Means , Providing, Lowering Precast Concrete Np-2 Plain End Pipes With Collar And Reinforcement, In Trenches To Correct Gradient And Alignment. Cutting Of Reinforcement Cement Concrete, Plain End Pipe Stringing In Trenches, Jointing Ends And Fixing Collars With Cement Mortar 1:2 As Per Is 456:2003 Into Trenches For All Depths And Laying Out Same To Correct Alignment, Gradients, Levels, Etc., Complete In All Respect. 250Mm I/D Pipes , Providing, Lowering Precast Concrete Np-2 Plain End Pipes With Collar And Reinforcement, In Trenches To Correct Gradient And Alignment. Cutting Of Reinforcement Cement Concrete, Plain End Pipe Stringing In Trenches, Jointing Ends And Fixing Collars With Cement Mortar 1:2 As Per Is 456:2003 Into Trenches For All Depths And Laying Out Same To Correct Alignment, Gradients, Levels, Etc., Complete In All Respect. 150Mm I/D Pipes , Wrought Iron & Mild Steel Ladders, Framed Grills, Gratings Etc. With Ends Of Bars Riveted Or Molded Forged Framed Window Guards, Barred Iron Doors Stair Case Iron Railing Etc. Including Cost Of Bolts And Nuts, Screws, Welding Rod Complete Fixing In Position , Foot Rest For Manhole. Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimum Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruded Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturer‘S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2 Sand: 4 Stone Aggregate) Complete As Per Design. , Providing, Laying, Fixing & Jointing Of P.V.C. Pipes As Per Isi-4985 (Isi Marked With The Prior Approval Of Engineer-In-Charge) Along The Trenches And Laying The Same In Trenches To Correct Alignment And Gradients, Cutting, Jointing And Testing Complete As Per Specifications. 160Mm O/D Pipe Of 6 Kgf. / Sqcm , Providing And Fixing Of Alfa Valve 250 Mm Dia Complete , Centering & Shuttering For Concrete Faces: Shuttering For Faces Of Concrete Foundations And Foundation Beam & Plinth Beam (Vertical Or Battering) , Any Other Item

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 11-Jun-2026 Corrigendum 1 Date 22-Jun-2026
2 22-Jun-2026 Corrigendum 2 Date 30-Jun-2026
3 11-Jun-2026 Corrigendum 1 Date 22-Jun-2026
4 30-Jun-2026 Corrigendum 3 Date 06-Jul-2026
5 06-Jul-2026 Corrigendum 5 Date 13-Jul-2026
6 14-Jul-2026 Corrigendum 7 Date 15-Jul-2026
7 13-Jul-2026 Corrigendum 6 Date 14-Jul-2026
8 15-Jul-2026 Corrigendum 8 Date 16-Jul-2026
9 16-Jul-2026 Corrigendum 9 Date 24-Jul-2026

BOQ

Name of Work:-
Sl. No. Item Description
1Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
2Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
3First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth
410 mm thick cement plaster with cement mortar 1:4 on floors (bed & top of side walls)
510 mm thick cement plaster with cement mortar 1:4 (on side walls)
6RCC work hand mixed 1:2:4 for slab including Steel reinforcement up to 60 kg per cum
7Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means
8Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by manual means
9Providing, lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect. 250mm i/d pipes
10Providing, lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect. 150mm i/d pipes
11Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing inposition
12Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design.
13Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 6 Kgf. / sqcm
14Providing and fixing of Alfa valve 250 mm dia complete
15Centering & shuttering for concrete faces: Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
16Any Other Item Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55754069
AUTHORITY Government Departments
TENDER VALUE 8.37 Lakhs
LAST DATE 24-07-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Excavation By Mechanical Means(Jcb Or Hydraulic Excavator) In Trenches For Pipe Lines With Straight Or Open Cutting In Streets Or Open Area Including Dressing Sides Levelling Of Beds Of Trenches To Correct Grade, Cutting Joint Holes, Refilling Consolidation, Including The Cost Of Diversion For Traffic, Crossing Over Trenches For Access To The Houses, Watching, Fencing, Etc. And Removal Of Surplus Soil Out Side/Inside The Town Involving Lead Upto 15 Meter Complete In All Respect. , Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. , First Class Burnt Brick Work Laid In Cement Sand Mortar 1:6 In Foundation And Plinth , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 On Floors (Bed & Top Of Side Walls) , 10 Mm Thick Cement Plaster With Cement Mortar 1:4 (On Side Walls) , Reinforced Cement Concrete Work Hand Mixed 1:2:4 For Slab Including Steel Reinforcement Up To 60 Kg Per Cum , Cement Concrete 1:2:4 With Stone Ballast Or Shingle Mixing By Manual Means , Cement Concrete 1:4:8 With Stone Aggregate 40Mm Gauge Mixing By Manual Means , Providing, Lowering Precast Concrete Np-2 Plain End Pipes With Collar And Reinforcement, In Trenches To Correct Gradient And Alignment. Cutting Of Reinforcement Cement Concrete, Plain End Pipe Stringing In Trenches, Jointing Ends And Fixing Collars With Cement Mortar 1:2 As Per Is 456:2003 Into Trenches For All Depths And Laying Out Same To Correct Alignment, Gradients, Levels, Etc., Complete In All Respect. 250Mm I/D Pipes , Providing, Lowering Precast Concrete Np-2 Plain End Pipes With Collar And Reinforcement, In Trenches To Correct Gradient And Alignment. Cutting Of Reinforcement Cement Concrete, Plain End Pipe Stringing In Trenches, Jointing Ends And Fixing Collars With Cement Mortar 1:2 As Per Is 456:2003 Into Trenches For All Depths And Laying Out Same To Correct Alignment, Gradients, Levels, Etc., Complete In All Respect. 150Mm I/D Pipes , Wrought Iron & Mild Steel Ladders, Framed Grills, Gratings Etc. With Ends Of Bars Riveted Or Molded Forged Framed Window Guards, Barred Iron Doors Stair Case Iron Railing Etc. Including Cost Of Bolts And Nuts, Screws, Welding Rod Complete Fixing In Position , Foot Rest For Manhole. Providing Orange Colour Safety Footrest Of Minimum 6Mm Thick Plastic Encapsulated As Per Is:10910 On 12Mm Dia Steel Bar Confirming To Is: 1786 Having Minimum Cross Section As 23Mm X 25Mm And Over All Minimum Length 263Mm And Width As 165Mm With Minimum 112Mm Space Between Protruded Legs Having 2Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specification And Having Manufacturer‘S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 230X150x75cm Cement Concrete Block 1:2:4 (1 Cement: 2 Sand: 4 Stone Aggregate) Complete As Per Design. , Providing, Laying, Fixing & Jointing Of P.V.C. Pipes As Per Isi-4985 (Isi Marked With The Prior Approval Of Engineer-In-Charge) Along The Trenches And Laying The Same In Trenches To Correct Alignment And Gradients, Cutting, Jointing And Testing Complete As Per Specifications. 160Mm O/D Pipe Of 6 Kgf. / Sqcm , Providing And Fixing Of Alfa Valve 250 Mm Dia Complete , Centering & Shuttering For Concrete Faces: Shuttering For Faces Of Concrete Foundations And Foundation Beam & Plinth Beam (Vertical Or Battering) , Any Other Item
Basic Detail
Tender No BDD/BDC/2026-27/10
Bidding Type Tender
Location
City Nawanshahr
State Punjab
Key Dates
Publish Date 16 Jul 2026
Submission Date 24 Jul 2026
Open Date 24 Jul 2026
Finance
Tender Value 8.37 Lakhs
Tender Fee 500
EMD 17000
Exemption Available
Document List
36f87a7b-5728-4f42-9e5f-25674841e4ba.html
BOQ_344170.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 22, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 30, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 22, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 06, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 13, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 15, 2026
18:00 IST

Corrigendum-6 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 14, 2026
18:00 IST

Corrigendum-7 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 16, 2026
18:00 IST

Corrigendum-8 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 24, 2026
18:00 IST

Corrigendum-9 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 3 days
Jul 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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html

36f87a7b-5728-4f42-9e5f-25674841e4ba.html

xls

BOQ_344170.xls

pdf

Tendernotice_1 (10).pdf

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