Indian Tenders

Tender Notice

TDR 54787097
Tendering Authority Water Resources Department
Tender No 33/24-A
Tender ID 2026_WR_164372_1
Tender Brief Corrigendum : Tender For Estimate For Rehabilitation, Renovation And Modernization Of Fatehnangal Distributary From Rd 21160 To 51695
City Gurdaspur
State Punjab
Document Fees INR 2000 /-
EMD INR 877493.0 /-
Tender Value INR 4.38 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Estimate For Rehabilitation, Renovation And Modernization Of Fatehnangal Distributary From Rd 21160 To 51695

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 28-04-2026 date extend corrigendum Date 07-05-2026
2 24-04-2026 date extend corrigendum12 Date 28-04-2026
3 24-04-2026 date extend corrigendum12 Date 28-04-2026
4 20-04-2026 date extends Corrigendum8 Date 24-04-2026
5 20-04-2026 date extends Corrigendum8 Date 24-04-2026
6 17-04-2026 date extend corrigendum6 Date 20-04-2026
7 17-04-2026 date extend corrigendum6 Date 20-04-2026
8 10-04-2026 date extend corrigendumii Date 17-04-2026
9 02-04-2026 corrigendum Other 10-04-2026

Key Dates

Publish Date 28-04-2026
Last Date of Bid Submission 07-05-2026
Tender Opening Date 07-05-2026

Contact Information

Company Name Water Resources Department
Contact Person Executive Engineer Gurdaspur
Address Executive Engineer Gurdaspur

BOQ Items

Name of Work:- ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF FATEHNANGAL DISTRIBUTARY FROM RD 21160 TO 51695
Sl. No. Item Description
1PUNJAB WATER RESOURCES DEPARTMENT Madhopur Division UBDC Gurdaspur NAME OF WORK: ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF FATEHNANGAL DISTRIBUTARY FROM RD 21160 TO 51695 Name of Firm Sr.No Description Unit QUANTITY Rate (in figures) Rate (in Words)
2Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty as per drawing design specifications and instructions of engineer in charge
3Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
4Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
5Compaction Extra for rolling to specifications.
6Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth
7Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 ms but upto 3.0 ms.
8Dressing bed and preparation of sub grade for lining.
9Dressing side slopes and preparation of sub grade for lining.
10Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.
11Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION
12Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
13Dag-belling Single Kassi stroke minimum 7.5 cm depth.
14Polythene films/ sheet of 100,125, 150, 200,250 micron
15Extra bitumen painting at 0.69 Kg. per Sqm.
16Filling construction joints with special impervious hot pour as per design and speifications
17Construction of Outlet at Various RD's (Patrolling Bank)
18Construction of Outlet at Various RD's (Non Patrolling Bank)
19Construction of Distance Stones at Various RD's (Estimate Sanctioned vide WRD/24-25/DO/Am Jandiala Div/Sanal/0046)
20Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
21Earth work in excavation in foundations trenchesetc. 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.
22Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s
23Dismantling brick work tile, masonry or tile lining In cement
24Any other item Compatibility Report for Harpur.xls Run on 28-03-2025 12:10 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format. Minor loss of fidelity # of occurrences Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 2.0 'boq 1'!B21 'boq 1'!C22

Other Detail

Information Source https://eproc.punjab.gov.in
Download FileName File Description File Size
Download Tendernotice_1 (4).pdf Tender Documents 0 KB
Download BOQFatehnangalRD21160to51695.xls Tender Documents 0 KB
Download de769526-4cc5-484c-aca2-63435a994600.html Tender Documents 0 KB
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