Indian Tenders

Tender Notice

TDR 55255097
Tendering Authority Water Resources Department
Tender No 11 Dated 27.04.2026
Tender ID 2026_WR_167113_1
Tender Brief Corrigendum : Tender For Estimate For Restoring Damaged And Slip Lining At Rd 67275 Right(150Ft),69600 Right(130Ft) 69925 Right(200Ft) And 70640 Right(75 Ft) Ghaggar Branch In Nabha Sub Division
City Sangrur
State Punjab
Document Fees INR 500 /-
EMD INR 31600.0 /-
Tender Value INR 15.78 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Estimate For Restoring Damaged And Slip Lining At Rd 67275 Right(150Ft),69600 Right(130Ft) 69925 Right(200Ft) And 70640 Right(75 Ft) Ghaggar Branch In Nabha Sub Division

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 08-05-2026 Corrigendum01 Date 11-05-2026

Key Dates

Publish Date 08-05-2026
Last Date of Bid Submission 11-05-2026
Tender Opening Date 11-05-2026

Contact Information

Company Name Water Resources Department
Contact Person Executive Engineer Lehal Canal Division Patiala
Address Lehal Canal Division WRD Punjab Patiala

BOQ Items

Name of Work:- ESTIMATE FOR RESTORING DAMAGED AND SLIP LINING at RD 67275 right(150FT),69600 right(130FT) 69925 right(200FT) AND 70640 RIGHT(75 FT) GHAGGAR BRANCH IN NABHA SUB DIVISION
Sl. No. Item Description
1Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b))
2Dismantling concrete (Cement concrete plain 1:3:6 mix)
3Cement concrete 1:3:6 mixing by manual means using concrete mixer volumetric type (for toe wall)
4Dressing side slopes & preparation of sub grade for Lining
5115 mm thick brick on edge lining in herringbone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene.
6Filling triangle portion under copping and side of toe wall underneath lining with 1:3 cement sand mortar
712.5 mm thick cement plaster 1:5 under copping
8Earthwork in excavation in foundations,trenches etc in all kind of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom andside slopes of trenches,stacking the excavated soil clear from the edge of excavation.
9(19.33) Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3
10Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects
11First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth Please Enable Macros to View BoQ information

Other Detail

Information Source https://eproc.punjab.gov.in
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