Water Resources and Irrigation Government Departments Closing in 0 days TDR #53303355

Tender For Estimate For The Lining/Relining Of Watercourse By Underground Pipeline Of Outlet Rd 24900-L Of Ladhuka Disty. Of Village Kohar Singh Wala Of Constitutency Guruharsahai Of Distt. Ferozepur(Laying And Jointing Of Reinforced Cement Concrete

Issued by Government Departments · Guruharsahai, Punjab
Tender Value
16.50 Lakhs
Estimated cost
Bid Submission
13 Jan 2026
0 days left
EMD
33000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Estimate For The Lining/Relining Of Watercourse By Underground Pipeline Of Outlet Rd 24900-L Of Ladhuka Disty. Of Village Kohar Singh Wala Of Constitutency Guruharsahai Of Distt. Ferozepur(Laying And Jointing Of Reinforced Cement Concrete Ugpl System & Other Allied Works In Construction Of Watercourse).

BOQ

Name of Work:- Estimate For The Lining/Relining Of Watercourse By Underground Pipeline Of Outlet Rd 24900-L Of Ladhuka Disty. Of Village Kohar Singh Wala Of Constitutency Guruharsahai Of Distt. Ferozepur(Laying And Jointing Of Rcc Ugpl System & Other Allied Works In Construction Of Watercourse).
Sl. No. Item Description
1Earthwork undressed involving an average horizontal throw up to 2 mtr and an average vertical lift up to 0.5 mtr including breaking of clods.Item No.6.2(a)
2Earthwork undressed with combined lead upto 15 Mtr. including breaking of clods.Item No.6.2(b)
3Dressing of new Earth-work (Item No.6.3(i))
4Rehandling of Earthwork recently executed -20% less of Item 6.2 (a)
5Dag belling, single kassi stroke with minimum of 7.5 cm depth. (Item No.6.18(a))
6Earthwork filling in 0.152 mtr layers in foundation including Ramming, Watering and Consolidation under Bed (item No:-6.8 b (i))
7Dressing of bed & preparation of subgrade for Lining in all respect as per PWD specification. (item No.19.1)
8First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i))
910mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6)
1010mm thick cement plaster 1:4 on bed & top
11Centering and Shuttering for concrete faces (item No:-9.01)
12RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i)
13Supplying and laying of Dry Brick Bats
14Supply of R.C.C Shutter with one extra Frame for Nakka & Branch Offtakes
15Fixing of Shutter & Frame for Nakka & Branch oftakes
16Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 mtr.)
17Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 to 2.25 mtr.)
18Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 2.25 to 3 mtr.)
19Earth 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.
20Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank
21Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4
22Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
23Cement concrete 1:4:8 with brick ballast 40mm gauge
24Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No)
25Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
26Lowering, jointing and cutting of RCC NP-2 plain end pipes 300 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
27Lowering, jointing and cutting of RCC NP-2 plain end pipes 350 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
28Lowering, jointing and cutting of RCC NP-2 plain end pipes 400 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
29Lowering, jointing and cutting of RCC NP-2 plain end pipes 450 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
30Lowering, jointing and cutting of RCC NP-2 plain end pipes 500 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
31Lowering, jointing and cutting of RCC NP-2 plain end pipes 600 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
32Lowering, jointing and cutting of RCC NP-2 plain end pipes 700 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
33Lowering, jointing and cutting of RCC NP-2 plain end pipes 800 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
34Lowering, jointing and cutting of RCC NP-2 plain end pipes 900 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.
35Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 250mm pipeline
36Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 300mm pipeline
37Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 350mm pipeline
38Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 400mm pipeline
39Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 450mm pipeline
40Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 500mm pipeline
41Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 600mm pipeline
42Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 700mm pipeline
43Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 800mm pipeline
44Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) for dia 900mm pipeline
45Providing and Fixing of Steel Shutter gate assembly in main pipeline 250mm dia complete in all respect
46Providing and Fixing of Steel Shutter gate assembly in main pipeline 300mm dia complete in all respect
47Providing and Fixing of Steel Shutter gate assembly in main pipeline 350mm dia complete in all respect
48Providing and Fixing of Steel Shutter gate assembly in main pipeline 400mm dia complete in all respect
49Providing and Fixing of Steel Shutter gate assembly in main pipeline 450mm dia complete in all respect
50Providing and Fixing of Steel Shutter gate assembly in main pipeline 500mm dia complete in all respect
51Providing and Fixing of Steel Shutter gate assembly in main pipeline 600mm dia complete in all respect
52Providing and Fixing of Steel Shutter gate assembly in main pipeline 700mm dia complete in all respect
53Providing and Fixing of Steel Shutter gate assembly in main pipeline 800mm dia complete in all respect
54Providing and Fixing of Steel Shutter gate assembly in main pipeline 900mm dia complete in all respect
55Dismantling of Brick work in cement. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 53303355
AUTHORITY Government Departments
TENDER VALUE 16.50 Lakhs
LAST DATE 13-01-2026
Authority
Authority Name Punjab Water Resources Management And Development Corporation Limited
Work Description Tender For Estimate For The Lining/Relining Of Watercourse By Underground Pipeline Of Outlet Rd 24900-L Of Ladhuka Disty. Of Village Kohar Singh Wala Of Constitutency Guruharsahai Of Distt. Ferozepur(Laying And Jointing Of Reinforced Cement Concrete Ugpl System & Other Allied Works In Construction Of Watercourse).
Basic Detail
Tender No NIT 10 2025
Bidding Type Tender
Location
City Guruharsahai
State Punjab
Key Dates
Publish Date 06 Jan 2026
Submission Date 13 Jan 2026
Open Date 13 Jan 2026
Finance
Tender Value 16.50 Lakhs
Tender Fee 590
EMD 33000
Exemption Available
Document List
47f9e9ac-35ac-4778-bd62-6927ae342a27.html
BOQ_318860.xls
TECH24900.xls
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jan 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

47f9e9ac-35ac-4778-bd62-6927ae342a27.html

xls

BOQ_318860.xls

xls

TECH24900.xls

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders