Indian Tenders

Tender Notice
TDR 54945732
Tendering Authority Water Resources Department
Tender No No.WRD/WDVI/PB/F.30/TN e 60/2025-26/1096line 3 Dated 30/03 /2026
Tender ID 2026_WRD_28520_1
Tender Brief Corrigendum : Tender For Improvement To Existing Irrigation Varachi Tank At Bimbal V.P. Cottorem In Sattari Taluka.
City Bicholim
State Goa
Document Fees INR 7993 /-
EMD INR 49930.0 /-
Tender Value INR 24.96 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Improvement To Existing Irrigation Varachi Tank At Bimbal V.P. Cottorem In Sattari Taluka.

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 20-04-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 25-04-2026
2 13-04-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-04-2026
3 13-04-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-04-2026

Key Dates
Publish Date 20-04-2026
Last Date of Bid Submission 25-04-2026
Tender Opening Date 27-04-2026

Contact Information
Company Name Water Resources Department
Contact Person EEVI, WRD, Bicholim
Address EEVI, WRD, Bicholim

BOQ Items
Name of Work:- Improvement to existing irrigation Varachi Tank at Bimbal V.P. Cottorem in Sattari Taluka.
Sl. No. Item Description
1Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed including providing barricading, danger lighting guarding as directed in: a) All kinds of soil
2Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water
3Centering and shuttering including struttings, propping etc. and removal of formwork forb) Foundations, footings, bases of columns and mass concrete etc
4Providing & laying cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded granitic orbasaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering in: a) All Works upto plinth level
5Providing and fixing weepholes with rigid PVC makelaid in position with a required slope and level whilelayingpipes of approved the concrete of retainingwall,wing wall and earth retainig structure completeas directed by the Engineer in chargea) 110mm dia
6Supplying and fixing of fibre glass reinforced plastic FRP Needles. Needle section along with FRP quoted M.S. channel suitable for FRP needles FRP needles shall be made from standard quality Fibre Glass composite materials. The FRP Needles are Tailor madeb) for Thickness of needle 65+/- 3 mm (Hollow type) at center and 65+/- 3mm at ends from 0.00 to 2.00mts water depth from bottom and width not more than 2mts in clear span etc. complete as directed by the engineer in charge
7Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. Please Enable Macros to View BoQ information

Other Detail
Information Source https://eprocure.goa.gov.in/nicgep/app
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