Indian Tenders

Tender Notice
TDR 54931051
Tendering Authority Military Engineer Services
Tender No 8047/E8 AGE I Udaipur
Tender ID 2026_MES_758951_1
Tender Brief Corrigendum : Tender For Artificial Recharge Structure For Rain Water Harvesting Under Jal Shakti Abhiyan (Catch The Rain) At Location Near Small Arms Firing Range Location ‘A Udaipur Military Station
City Udaipur
State Rajasthan
Document Fees INR 500 /-
EMD INR 19320.0 /-
Tender Value INR 9.66 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Artificial Recharge Structure For Rain Water Harvesting Under Jal Shakti Abhiyan (Catch The Rain) At Location Near Small Arms Firing Range Location ‘A Udaipur Military Station

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 20-04-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 27-04-2026

Key Dates
Publish Date 20-04-2026
Last Date of Bid Submission 27-04-2026
Tender Opening Date 30-04-2026

Contact Information
Company Name Military Engineer Services
Contact Person AGE I UDAIPUR
Address ASST. GARRISON ENGINEER (I) EKLINGGARH CANTT, UDAIPUR (RAJ.) - 313001

BOQ Items
Name of Work:- ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN (CATCH THE RAIN) AT LOCATION NEAR SMALL ARMS FIRING RANGE LOCATION ‘A UDAIPUR MILITARY STATION
Sl. No. Item Description
1M &L For Excavating over areas n exc 1.5 m deep and getting out Soft and disintergated Rock complete all as specified and directed.
2M &L For Excavating over areas n exc 1.5 m deep and getting out Hard Rock complete all as specified and directed.
3M&L For Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep for foundation etc n.exc. 10 sqm on plan and getting out Hard Rock.specified & directed
4M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soilas per directions of Engr-in-Charge.
5M&L for Removal of excavated material (soils) to a distance n.exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point.as per directions of Engr-in-Charge.
6M&L For PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundation of manholes, complete all as specified and directed.
7M&L For PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in foundation of manholes, complete all as specified and directed.
8M&L For PCC 1:2:4, type B-2 using 40mm graded crushed stone aggregate as in Coping , complete all as specified and directed.
9M&L Walling of random rubble,uncoursed as in item ,built in Cement mortar (1:6) complete all as specified and directed.
10M&l For Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar (1:6) complete all as specified and directed.
11Material and Labour for 15mm thick rendering on fair faces of brick work/stone masonry, concrete surfaces (external walls) or stone walls in cement mortal 1:4 complete all as specified and directed.
12M&L For Struck pointing to block incourse or ashlar masonryor concrete block walling built in Cement mortar (1:4)complete all as specified and directed Material and Labour for Testing of water from approved Govt lab samples collected from pump house No-01 at main Gate as per norms of WHO and submission of test reports to the entire satisfaction of Engineer-in-Charge, the test report includes following parameters:- PH value, TDS(mg/l), Hardness (as CaCO3) (mg/l), Fluoride (mg/l), Chloride (mg/l),Turbidity (NTU), E.Coli (cfu), Free residual Chlorine Please Enable Macros to View BoQ information

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