Tender For Condition Assessment To Otm Bldg No P561 P562 P563 P564 And P565 At Af Stn Abohar Under Ge Af Bhisiana
Tender Value
97350
Estimated cost
Bid Submission
16 Sep 2024
0 days left
EMD
1947
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhisiana → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Condition Assessment To Otm Bldg No P561 P562 P563 P564 And P565 At Af Stn Abohar Under Ge Af Bhisiana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Sep-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 16-Sep-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Carrying out Condition Assessment of OTM Bldg No. P-561, P-562, P-563, P-564 & P-565, which includes following details:- (i) All single storey Buildings. (ii) RCC framed Structure (RCC Beam Column) (iii) RCC Beams (iv) RCC Roof Slab (v) Vintage: 2004-05. (vi) Plinth area of all bldgs: 656.42 Sqm (136.19+40.25+124.07+122.12+233.79=656.42 Sqm)Job work will carried out as per following features:-(a) REBOUN HAMMER TEST (42 POINTS):- For determining the estimated compressive strength of concrete and uniformity of concrete in terms of surface hardness as per IS 13311 (Part-2)-1992, ASTM C 805-02, BS 6089:1981 and BS 1881: Par 202, BS-EN:13791, also establishing correlation chart between rebound hammer and other confirmatory test for having estimated in-situ strength of concrete if required. In absence of the confirmatory test strength data will be generated on the basis of empirical formula (obtained from the calibration chart) but hose results will have 25% variation as per IS 13311 Part 2 1992.(b) ULTRA SONIC PULSE VELOCITY TEST (20 POINTS):- For ascertaining the quality of concrete, uniformity of concrete in terms of soundness and density of concrete as per IS 13311 (Part-1)-1992, ASTM:C597-83, BS 6089:1981 and BS 1881: Part 203 and BS EN: 13791; also establishing correlation chart between USPV and other confirmatory test for having estimated in-situ strength of concrete if required.(c) COVER CARBONATION TEST (20 POINTS):- Measurement of carbonation depth by phenolphthalein spray test at selected locations (drilled powder sample or concrete core sample as per site condition) on RCC members of the structures covered under the study to see the depth of carbonation as per BS EN 14630:2006, BS EN 13295:2004. Cover depth is also measured at the same location to know the ration of Carbonation depth.(d) CONCRETE RESISTIVITY TEST (20 POINTS):- Resistivity Meter Test:- It is used in determination or estimation of the likelihood of corrosion due to poor quality of concrete, correlation to chloride permeability, determination of zonal requirements for cathodic protection system, Identification of areas within a structure most susceptible to chloride penetration as per BS EN 12696:2000, RILEM TC-154, AASHTO T277, RCP, AASHTO T259, ASTM C 1202 97(e) CHEMICAL TEST (pH AND CHLORIDE) (06 TEST):- pH Value (to check alkanity of concrete) as per relevant B.S. 5328, ACI 201.2R-92 and ACI-318-99, IS 456:2000, BS 811(f) CORE EXTRACTION TESTING (06 TEST):- Extracting the concrete core samples following the coda provisions; and evaluating the properties (fck value, grade of concrete) in the laboratory from the core samples selected. IS456:2000, IS 516:1959, IS 1199:2002; ASTM C-42, without encountering any steel reinforcement from the RCC members covered under the study at specified locations by site-in-charge with portable power driven core cutting equipment.(g) VISUAL INSPECTION AND REMEDIAL MEASURES (01 JOB):- Visual inspection for surface damages, damage classification. The visual inspection shall largely cover areas of high distress, corrosion, moisture, leakage, abnormal variations in structure, algae and fungus growth, efflorescence, etc. Visual inspection would be documented in the form of worksheets, photographic records, and distress over drawings. Simple tools and instruments like camera with flash light, magnifying glass, binoculars, chisel and hammer, etc shall be used for measuring the distresses as per site requirement. (h) REPORT INTERPRETATION AND RECOMMENDATION (01 JOB):- Preparing and submitting comprehensive report consisting of findings from visual inspection, test data, interpretation of results, conclusions and final recommendations alongwith sketch indicating the location of the test. Recommendation part does not include the repair schemes/DPR or BOQ related to the project. Evaluation and presentation on recommendations/ suggestions for approval measures of UNESCO/ICM/EAG final submission. The HD quality site photographs and Video shall be provided to employer in a good quality of CD/DVD/USB hard disk alongwith softcopy but any data generated from the patented software can’t be edited so those file can’t be provided in the editable format.(j) BOQ (01 SERVICE):- BOQ and conceptual scheme for Rehabilitation/Retro-fitting works (feasible and economic options) with Rate analysis, material specification, execution drawing for strengthening of structure along with technical specifications and periodic inspection and maintenance. Terms and conditions for Service Provider: - (i) Water and Electricity (generator or power supply) will be arranged by the client.(ii) Mobilization of team within 7 days from the issuing date of work order / LOI. Advance payment part of contract that need to be released as per contract agreement/LOI before mobilization of the team.(iii) Work completion including field investigation and submission of final report: 30 days.(iv) Payment terms for our consultancy job:- 40% Advance payment to be release alongwith the work order and 40% after completion of site job and rest 20% amount to be paid after report submission.(v) Appropriate staging / scaffolding, ladder, boomer lift or equivalent approaching system at required locations if required will be provided by the client without compromising the safety norms.(vi) Hard-copy or soft-copy of drawings (layout plan and structural drawings) will be provided by client, if it is available. The duration of project as well as project cost both will increase proportionally. |
AI Tender Summary
Tender Timeline
Sep 09, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 16, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 16, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 17, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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