BE Civil Engineering (IOE, TU) Communication English (IOE, SH 451b) Question Paper 2079 Nepal

Part 1 — Functions of the major sections of a technical report

A full technical report is organised so that different readers (managers, engineers, archivists) can each find what they need quickly. The conventional sections and their functions are:

Part 2 — The Technical Inspection Report

INSPECTION REPORT ON SEEPAGE IN THE 500 m³ RC RESERVOIR Bagmati Municipal Water-Supply Project — Reservoir Block R-2

Abstract

A routine post-construction inspection of the 500 m³ RC reservoir (Block R-2) was carried out on 16 Bhadra 2079. Minor seepage was observed along a 3.2 m horizontal band on the north wall, approximately 1.5 m below the top water level. No structural cracking was detected. The seepage is attributed to a cold joint and inadequate curing at the third lift. Immediate sealing by pressure grouting and revised curing supervision are recommended. The reservoir is otherwise fit for service after remediation.

1. Introduction

This report presents the findings of an inspection of the newly constructed 500 m³ reinforced-concrete reservoir, undertaken to verify watertightness before commissioning. The scope is limited to visual and water-test inspection of the internal and external wall surfaces; soil and foundation assessment is excluded.

2. Methodology

1. The reservoir was filled to the full supply level of 4.0 m and held for 72 hours.
2. External walls were visually inspected at 0, 24, 48 and 72 hours.
3. Damp patches were marked, photographed and measured with a steel tape.
4. A rebound hammer was used at the affected zone to check surface concrete quality.

3. Findings

• Seepage appeared on the north wall after 36 hours.
• The wet band measured 3.2 m long × 0.25 m wide, centred 1.5 m below top water level.
• Estimated loss rate: approximately 6 litres/hour at the affected zone.
• Rebound numbers at the band averaged 22 versus 34 elsewhere, indicating locally weaker, more porous concrete.
• No through-cracks, spalling or reinforcement exposure were observed.

4. Discussion

The position and continuity of the wet band coincide with the construction joint between the second and third concrete lifts. The low rebound numbers and absence of cracking indicate that the cause is a poorly bonded cold joint with insufficient curing, allowing capillary seepage, rather than a structural defect. Left untreated, continued seepage could leach the joint and corrode reinforcement over time.

5. Conclusions

The reservoir is structurally sound but not yet watertight at the north-wall third-lift joint. The defect is localised and remediable without major reconstruction.

6. Recommendations

1. Immediate: Drain the affected zone and seal the joint by cement–polymer pressure grouting.
2. Short-term: Apply a crystalline waterproof coating internally over the north wall.
3. Process: Enforce continuous 14-day water curing and proper joint preparation on remaining works.
4. Verification: Re-test for 72 hours after remediation before commissioning.

7. Appendices

• Appendix A: Marked elevation drawing of the north wall.
• Appendix B: Photographs P-01 to P-06.
• Appendix C: Rebound-hammer data sheet.

(Signature) Site Engineer, Reservoir Construction Unit

Part 1 — Letter layouts and essential parts

Full block vs. modified block:

• In full block format, every element — sender's address, date, inside address, salutation, body, complimentary close and signature — is aligned flush with the left margin, with no indentation; paragraphs are separated by blank lines.
• In modified block format, the date, complimentary close and signature are moved to the right of centre, while the body remains left-aligned. Paragraphs may be indented.

Essential parts of a formal business letter: (1) Heading / sender's address, (2) Date, (3) Inside address, (4) Subject line, (5) Salutation, (6) Body (opening, detail, action), (7) Complimentary close, (8) Signature block, (9) Enclosures/CC notation.

Part 2 — Complaint Letter (Full Block Format)

Himal Build Pvt. Ltd.
Kalanki, Kathmandu-14
Nepal

22 Bhadra 2079

The Sales Manager
Everest Cement Suppliers
Balaju Industrial Area
Kathmandu-16

Subject: Short delivery and damaged stock against Order No. HB/PO/2079-088

Dear Sir/Madam,

We write with reference to our purchase order No. HB/PO/2079-088 dated
14 Bhadra 2079, under which we ordered 250 bags of OPC-43 cement for
delivery to our Kalanki site.

On taking delivery on 21 Bhadra 2079 we found two serious discrepancies.
First, only 210 bags were supplied against the 250 ordered, leaving a
shortfall of 40 bags. Second, of the 210 bags received, 15 bags were
found hardened and lumpy, evidently due to moisture exposure, and are
unfit for structural use. We are therefore short of effective material
by 55 bags, which has halted concreting at our site.

As the goods do not conform to the order, we request that you (a) deliver
the 40 outstanding bags and replace the 15 damaged bags free of charge
within seven days, or (b) issue a credit note for 55 bags at the
contracted rate. We also ask that future consignments be checked and
packed against moisture before dispatch.

A copy of the delivery challan and photographs of the damaged bags are
enclosed. We value our continuing association and trust this matter will
be settled promptly. Please confirm your action by return.

Yours faithfully,

(Signature)
Procurement Officer
Himal Build Pvt. Ltd.

Enclosures: 1. Delivery challan copy  2. Photographs (3 sheets)

The tone is firm but courteous, states facts and figures precisely, specifies a clear remedy and deadline, and preserves the business relationship — the marks of an effective claim letter.

(a) Summary (~60 words)

Building Information Modelling replaces flat drawings with a shared, data-rich 3D model used by all disciplines. By revealing clashes between components before construction, it cuts expensive rework and disputes. However, it requires costly software, training and standardised processes, which can deter small firms in developing economies. Experts maintain that long-term savings and competitive advantage normally justify this initial investment. (58 words)

(b) How BIM reduces rework

Because every discipline works on one shared model, conflicts between components (for example a ventilation duct clashing with a structural beam) are detected on screen before construction begins, so they are corrected digitally instead of being rebuilt on site — eliminating costly physical rework.

(c) Barrier and counter-argument

The main barrier is the high upfront cost of software, training and standardised workflows, which is especially hard for small firms with thin margins in developing economies. The counter-argument is that long-term savings in time and material usually outweigh the initial outlay, and early adopters gain a lasting competitive edge.

(d) Vocabulary

The word is "adoption" (taking up of something new). Sentence: The municipality's early adoption of digital permit systems greatly shortened approval times for new buildings.

Technical Description: Laying a Bituminous Road Surface

The construction of a bituminous (asphalt) wearing course is carried out in a fixed sequence so that a durable, level and well-bonded surface is obtained. The principal stages are as follows.

Stages of the process

1. Surface preparation. First, the existing base course is inspected, cleaned and swept so that all loose material and dust are removed. Any potholes or depressions are repaired and the surface is allowed to dry.
2. Application of prime/tack coat. A thin layer of low-viscosity bitumen is then sprayed uniformly over the prepared base. This tack coat is applied to ensure that the new asphalt layer bonds firmly to the surface beneath.
3. Mixing of the asphalt. Meanwhile, aggregate and bitumen are heated separately and combined in a hot-mix plant at the specified temperature, where they are mixed until the aggregate is fully coated.
4. Transport and spreading. The hot mix is transported to the site in insulated tippers and is discharged into a paver. As the paver advances, the mixture is spread to a uniform thickness and given an initial profile.
5. Compaction. Immediately afterwards, the laid mat is compacted while still hot. Rolling is normally done in three passes — breakdown, intermediate and finish rolling — until the required density is achieved.
6. Cooling and finishing. Finally, the surface is allowed to cool, joints are inspected, and the road is opened to traffic only once the mat has hardened sufficiently.

Throughout the operation the laying temperature is monitored closely, because the mix must be neither too hot nor too cold when it is compacted.

Why the passive voice and present tense are used

• The passive voice ("the base is cleaned", "the mix is compacted") keeps the focus on the action and the material, not on who performs it. In process writing the operator is unimportant and often unknown, so the impersonal passive gives an objective, generalised tone.
• The simple present tense is used because a process description states what is generally and repeatedly true of the procedure, not a single past event — the process happens the same way every time it is performed.
• Sequence connectives (first, then, meanwhile, immediately afterwards, finally) make the chronological order explicit and easy for the trainee to follow.

Planning and Delivering an Effective Technical Presentation

(a) Structure of the talk

A presentation should follow the classic principle: "Tell them what you will tell them, tell them, then tell them what you told them."

• Introduction: Greet the audience, state the topic (the proposed pedestrian bridge), state the purpose and give a roadmap of the talk.
• Body: Present 2–4 main points in logical order — e.g. need for the bridge, proposed design, cost and timeline, benefits to the community. Use clear transitions between points.
• Conclusion: Summarise the key message, restate the recommendation, and end with a strong call to action ("I therefore request the council's approval to proceed"). Good time management is essential: roughly 15% introduction, 70% body, 15% conclusion and questions.

(b) Audience analysis and language choice

Because the council is non-technical, the language must be plain and jargon-free. Technical terms (e.g. "cantilever", "live load") should be avoided or explained with everyday analogies. The presenter should emphasise what the audience cares about — safety, cost, convenience and community benefit — rather than engineering detail. Knowing the audience's priorities, level of knowledge and likely concerns beforehand allows the message to be tailored appropriately.

(c) Effective use of visual aids

• Use simple, uncluttered slides: one idea per slide, large fonts, few words.
• Prefer images, maps, renderings and simple charts over dense text or tables, since visuals communicate a bridge proposal far better to lay people.
• Visuals should support, not replace, the speaker; never read slides aloud verbatim.
• Ensure visibility — adequate contrast, readable from the back of the room.

(d) Handling questions and managing nervousness

• Questions: Listen to the whole question, repeat or rephrase it for clarity, answer concisely and honestly; if unknown, promise to follow up rather than guess. Stay calm and courteous even with hostile questions.
• Nervousness: Prepare and rehearse thoroughly, breathe slowly, maintain eye contact, use natural gestures, and treat mild nervousness as useful energy. Familiarity with the material and the venue greatly reduces anxiety.

Together, clear structure, audience-appropriate language, supportive visuals and confident delivery ensure the message is understood and the council is persuaded.

A memo is a brief internal document with a standard four-line heading (To, From, Date, Subject) and no salutation or complimentary close.

MEMORANDUM

TO:      All Site Staff and Sub-contractors
FROM:    Chief Engineer, Project Division
DATE:    25 Bhadra 2079
SUBJECT: Compulsory Use of Safety Helmets

With effect from this coming Sunday (29 Bhadra 2079), the wearing of an
approved safety helmet is mandatory for every person entering the
construction site, without exception.

Supervisors are instructed to ensure compliance and to deny site access
to anyone not wearing a helmet. Helmets are available from the site
store. This measure is being introduced for your safety and to meet our
contractual safety obligations.

Your full cooperation is expected.

Chief Engineer

The memo is short, direct, states the effective date and the required action clearly, and explains the reason — all the marks of an effective internal communication.

1. Each of the engineers has submitted his/her report. — Subject–verb agreement: "each" is singular, so the verb and pronoun must be singular.
2. The data show that the beam is overloaded. — Subject–verb agreement: "data" is plural (in formal usage) and "beam" is singular.
3. Neither the contractor nor the workers were present at the meeting. — Proximity rule of agreement: with "neither…nor", the verb agrees with the nearer subject ("workers", plural).
4. He suggested postponing the inspection. — Verb pattern / gerund error: "suggest" is followed by a gerund (-ing), not a to-infinitive.
5. The bridge was designed by us last year. — Pronoun case: after the preposition "by" the objective pronoun "us" is required, not the subjective "we".

Résumé/CV vs. cover letter:

• A résumé (CV) is a structured, factual summary of a candidate's qualifications, skills and experience, usually in list/heading form. It is a standardised document that can be sent to many employers.
• A cover letter is a personalised, prose letter that accompanies the résumé. It introduces the applicant, states the specific post applied for, highlights why the candidate fits that job, and requests an interview. The cover letter persuades; the résumé documents.

Essential sections of a one-page fresher's résumé:

1. Header / Personal details — name, phone, email, address (and LinkedIn if any).
2. Career objective / Professional summary — one or two focused lines.
3. Education — degree (BE Civil), institution, board, year, percentage/CGPA, in reverse-chronological order.
4. Technical skills — software (AutoCAD, ETABS, Civil 3D), surveying, etc.
5. Projects / Internships / Training — final-year project and field exposure.
6. Achievements / Certifications — awards, licences, short courses.
7. Extra-curricular activities / Memberships (e.g. NEC registration).
8. References — "available on request" or two referees.

The résumé should be concise, error-free, action-verb driven and tailored to the post.

Model paragraph (about 70 words):

The table illustrates the monthly volume of concrete poured over four months. Output rose steadily from 120 m³ in Shrawan to 180 m³ in Bhadra, before falling sharply to a low of 90 m³ in Ashwin — likely owing to monsoon disruption. Activity then recovered strongly, peaking at 240 m³ in Kartik, the highest figure of the period. Overall, despite a mid-period dip, concreting showed a clear upward trend.

Note on technique: effective data description uses movement verbs (rose, fell, recovered, peaked), adverbs of degree (steadily, sharply, strongly), and identifies the overall trend, highest/lowest points and any anomaly rather than merely listing every figure.

1. The new design offers greater resistance against earthquakes. (noun from "resist")
2. All structural calculations must be done with accuracy. (noun from "accurate")
3. The committee gave its approval to the revised drawings. (noun from "approve")
4. Concrete gains strength as it cures. (noun from "strong")

Each answer is the appropriate noun form required by the sentence grammar; this tests word-formation (derivation by suffixation).

Notice vs. minutes of a meeting:

• A notice is a short written announcement issued before a meeting to inform members of the date, time, venue and agenda, and to request their attendance. It is forward-looking.
• Minutes are the official written record made after the meeting, summarising who attended, the matters discussed, decisions taken and actions assigned. They are backward-looking and serve as a permanent reference.

Specimen Notice:

HIMAL BUILD PVT. LTD. — PROJECT DIVISION
                                                   Ref: PD/NOT/2079-031
                                                   Date: 26 Bhadra 2079

                         NOTICE

A site coordination meeting of the project team will be held as follows.
All members are requested to attend without fail.

  Date  : 30 Bhadra 2079 (Friday)
  Time  : 11:00 AM
  Venue : Site Office Conference Room

Agenda:
  1. Review of monthly construction progress
  2. Material supply and safety issues
  3. Any other business

                                                   (Signature)
                                                   Project Manager

The notice is concise, clearly states the essential details (date, time, venue, agenda) and is signed by the convening authority.