Military Engineer Services Tender
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Costs
EMD
₹ 35,620Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694397_1Tender No
8826/VAL/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Conducting Non-Destructive Test of concrete by ultrasonic pulse Velocity instrument as per IS 516 (Part 5 /Section -1) 2018 using 54 KHz/ 25 KHz transducers. Submitting proper analytical report according to codal provision.
1085
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Conducting Non-Destructive Test of concrete by Half Cell Electrical potential instrument, MECO make as per ASTM C876-91, to assess the durability of reinforced concrete members. Where reinforcement corrosion if suspected and investigation concrete containment by chemical attack. Submitting proper analytical and graphical report with contour showing areas prone to corrosion risk according to codal provision.
150
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Extracting concrete through HILTI type coring machine with required diameter as per IS:516 (Part-4), ASTM C42M- 99, SP:24 & BS:1881 Part -120, having facility to take core at any required angle. Core shall be taken such that reinforcement shall not cut while taking samples.
50
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Conducting Carbonation test by drilling of hole in RCC or from broken samples of concrete as per relevant IS Code.
150
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CHEMICALS ANALYSIS OF CONCRETE: Conducting tests like pH, SO3 & Chloride content in hardened concrete specimen as per BS 1881 Part 124.
120
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Conducting Non destructive test for locating reinforcement bar cover using rebar detection system.
138
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Submission of Analysis Report: A formal report in 04 Sets shall be submitted on the:- (i) Tests carried out,
(ii) Methodology followed,
(iii) Result Obtained and,
(iv) The interpretation of these results. Based on the interpretation of the results the corrective action required alongwith the detailed step of the methodology of the repair work to be done including technical and material specification shall be suggested (excluding BoQ).
1
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Taking down cement plaster in patches and scattered places not exceeding 30cm x 30cm up to clean visible surface of concrete complete all as specified & as directed.
1085
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M&L for rendering 20mm thick in cement mortar 1:3 in patches not exceeding 30cm x 30cm on concrete surfaces and finished even & smooth without using extra cement complete all as specified & as directed.
1085
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M&L for Cutting holes into or through reinforced cement concrete slabs, column, beams, chajjas, etc. of superficial area not exceeding 100 Sqcm complete all as specified & directed.
750
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M&L for making good core cutting holes by micro concreting including formwork complete all as specified & as directed.
0.5
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M&L for providing and removing steel pipe scaffolding upto 16 mtr height for all above tests complete all as specified & directed.
Note : Contractor shall obtain approval from Engineer-in-Charge before commencing any work at site.
4
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M&L for providing and removing steel pipe scaffolding upto 9 mtr height for all above tests complete all as specified & directed.
Note : Contractor shall obtain approval from Engineer-in-Charge before commencing any work at site.
4
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M&L for providing and removing steel pipe scaffolding upto 3 mtr height for all above tests complete all as specified & directed.
Note : Contractor shall obtain approval from Engineer-in-Charge before commencing any work at site.
2
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