Educational and Research Institute Boards / Undertakings / PSU Closing in 14 days TDR #57018522

Tender For Supply And Installation Of Equipments For Aircraft Structure Lab

Issued by Boards / Undertakings / PSU · Kota, Rajasthan
Tender Value
8.19 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
14 days left
EMD
16380
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Supply And Installation Of Equipments For Aircraft Structure Lab , Item Name With Description And Specifications , Shear Center Location For Open Section - Angle Shape - ‘L Length In Cm - 50 Breadth In Mm - 50 Height In Mm - 50 Thickness In Mm - 2 Material - M.S Dial Gauge - 2 Nos. Weight - 1Kg-0.2-6 Hook - 2 Nos. , Shear Center Location For Open Section - Channel Shape - ‘[ Length In Mm - 500 Breadth In Mm - 50 Height In Mm - 100 Thickness In Mm - 2 Material - M.S Dial Gauge (Analog) - 2 Nos. Weight - 0.2-6 Hook - 2 Nos. , Shear Center Location For Closed Section (D-Section) Shape - ‘D Length In Cm - 50 Breadth In Mm - 75 Height In Mm - 37.5/37.5R Thickness In Mm - 0.8 Material - Aluminum Weight - 0.2-5 Hook - 2 Nos. , Bean With Combined Loading Length In Cm - 50 Breadth In Mm - 50 Thickness In Mm - 2 Material - Ms Weight - 0.5 - 4Kg Hook - 1 Nos. Strain Indicator -1 No. Digital Indicator - 1 No. , Wagner Bean - Tension Field Bean Length In Cm - 40 Breadth In Mm - 250 Thickness In Mm - 0.8 Material - Aluminum Hydraulic Jack - 1 No. Strain Indicator - 1 No. Load Indicator - 1 No. , Column Test Rig Base Frame Box With 2 Nos., Pillar Of 20Mm Diameter With Horizontal Fixings. Digital Meter For Load And Deflection Of 4 Digital Mounted On The Panel. Fixed/Fixed, Hinged, Condition And Fixtures Are Provided With Strut Of 6Mm And 4Mm Of Ss. Deflection By Digital Meter, Loading By Mechanical Method And Intern Secured By Load Cell Of 100 Kg. , Bean Test Setup To Find YoungS Modulus, MaxwellS Reciprocal Theorem, Verification Of Principal Of Superposition, Verification Of CastinglianoS Load Theorem With Different End Conditions: A) YoungS Modulus Mild Steel Beam: Length Between Point To Point Of Selection Is 1000 Mm, Width 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 500Gm X 2 Nos. B) MaxwellS Reciprocal Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 200Gm X 3 Nos. C) Verification Of Super Position Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 200Gm X 3 Nos. D) Verification Of Castingliano Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 500Gm X 2 Nos.

BOQ

Name of Work:- Supply and Installation of equipments for Aircraft Structure Lab
Sl. No. Item Description
1Item Name with Description and Specifications
2Shear Center location for open section - AngleShape – ‘L’Length in cm – 50Breadth in mm – 50Height in mm – 50Thickness in mm – 2Material – M.SDial Gauge – 2 Nos.Weight – 1Kg-0.2-6 Hook – 2 Nos.
3Shear Center location for open section - ChannelShape – ‘[’Length in mm – 500Breadth in mm – 50Height in mm – 100 Thickness in mm – 2Material – M.SDial Gauge (Analog) – 2 Nos.Weight – 0.2-6Hook – 2 Nos.
4Shear Center location for closed section (D-Section)Shape – ‘D’Length in cm – 50Breadth in mm – 75Height in mm – 37.5/37.5RThickness in mm – 0.8Material – AluminumWeight – 0.2-5Hook – 2 Nos.
5Bean with combined loadingLength in cm – 50Breadth in mm – 50Thickness in mm – 2Material – MSWeight – 0.5 - 4kgHook – 1 Nos.Strain indicator –1 No.Digital indicator – 1 No.
6Wagner Bean – Tension Field BeanLength in cm – 40Breadth in mm – 250Thickness in mm – 0.8Material – AluminumHydraulic jack – 1 No.Strain indicator – 1 No.Load indicator – 1 No.
7Column Test RigBase frame box with 2 Nos., pillar of 20mm diameter with horizontal fixings. Digital meter for load and deflection of 4 digital mounted on the panel. Fixed/Fixed, Hinged, condition and fixtures are provided with strut of 6mm and 4mm of SS. Deflection by digital meter, loading by Mechanical method and intern secured by load cell of 100 Kg.
8Bean test setup to find Young’s Modulus, Maxwell’s Reciprocal theorem, Verification of principal of superposition, Verification of Castingliano’s load theorem with different end conditions:a) Young’s Modulus Mild steel beam: Length between point to point of selection is 1000 mm, width 25mm and thickness of 6mm., Dial gauge – 1 No., Weights - 500gm x 2 Nos.b) Maxwell’s Reciprocal theorem Mild steel beam: Length between point to point of selection is 1000mm, width of 25mm and thickness of 6mm., Dial gauge – 1 No., Weights - 200gm x 3 Nos.c) Verification of Super position theorem Mild steel beam: Length between point to point of selection is 1000mm, width of 25mm and thickness of 6mm., Dial gauge – 1 No., Weights - 200gm x 3 Nos.d) Verification of Castingliano theorem Mild steel beam: Length between point to point of selection is 1000mm, width of 25mm and thickness of 6mm., Dial gauge – 1 No., Weights - 500gm x 2 Nos. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57018522
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 8.19 Lakhs
LAST DATE 29-08-2026
Authority
Authority Name Rajasthan Technical University
Work Description Tender for Supply And Installation Of Equipments For Aircraft Structure Lab , Item Name With Description And Specifications , Shear Center Location For Open Section - Angle Shape - ‘L Length In Cm - 50 Breadth In Mm - 50 Height In Mm - 50 Thickness In Mm - 2 Material - M.S Dial Gauge - 2 Nos. Weight - 1Kg-0.2-6 Hook - 2 Nos. , Shear Center Location For Open Section - Channel Shape - ‘[ Length In Mm - 500 Breadth In Mm - 50 Height In Mm - 100 Thickness In Mm - 2 Material - M.S Dial Gauge (Analog) - 2 Nos. Weight - 0.2-6 Hook - 2 Nos. , Shear Center Location For Closed Section (D-Section) Shape - ‘D Length In Cm - 50 Breadth In Mm - 75 Height In Mm - 37.5/37.5R Thickness In Mm - 0.8 Material - Aluminum Weight - 0.2-5 Hook - 2 Nos. , Bean With Combined Loading Length In Cm - 50 Breadth In Mm - 50 Thickness In Mm - 2 Material - Ms Weight - 0.5 - 4Kg Hook - 1 Nos. Strain Indicator -1 No. Digital Indicator - 1 No. , Wagner Bean - Tension Field Bean Length In Cm - 40 Breadth In Mm - 250 Thickness In Mm - 0.8 Material - Aluminum Hydraulic Jack - 1 No. Strain Indicator - 1 No. Load Indicator - 1 No. , Column Test Rig Base Frame Box With 2 Nos., Pillar Of 20Mm Diameter With Horizontal Fixings. Digital Meter For Load And Deflection Of 4 Digital Mounted On The Panel. Fixed/Fixed, Hinged, Condition And Fixtures Are Provided With Strut Of 6Mm And 4Mm Of Ss. Deflection By Digital Meter, Loading By Mechanical Method And Intern Secured By Load Cell Of 100 Kg. , Bean Test Setup To Find YoungS Modulus, MaxwellS Reciprocal Theorem, Verification Of Principal Of Superposition, Verification Of CastinglianoS Load Theorem With Different End Conditions: A) YoungS Modulus Mild Steel Beam: Length Between Point To Point Of Selection Is 1000 Mm, Width 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 500Gm X 2 Nos. B) MaxwellS Reciprocal Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 200Gm X 3 Nos. C) Verification Of Super Position Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 200Gm X 3 Nos. D) Verification Of Castingliano Theorem Mild Steel Beam: Length Between Point To Point Of Selection Is 1000Mm, Width Of 25Mm And Thickness Of 6Mm., Dial Gauge - 1 No., Weights - 500Gm X 2 Nos.
Basic Detail
Tender No 07/2026-27
Bidding Type Tender
Location
City Kota
State Rajasthan
Key Dates
Publish Date 14 Aug 2026
Submission Date 29 Aug 2026
Open Date 02 Sep 2026
Finance
Tender Value 8.19 Lakhs
Tender Fee 1180
EMD 16380
Exemption Available
Document List
650d7a2b-3418-42ab-a9ec-686f454dcf2f.html
BID07.pdf
BOQ_1044607.xls
Tendernotice_1 (39).pdf

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Tender Timeline

Aug 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Sep 02, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

Download All (ZIP) ↓
html

650d7a2b-3418-42ab-a9ec-686f454dcf2f.html

pdf

BID07.pdf

xls

BOQ_1044607.xls

pdf

Tendernotice_1 (39).pdf

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