← Project Management & Estimation · TNPSC AE Civil

Chapter 8 of 10

Technical specifications & tender documents; e-tender

In the TNPSC AE Civil syllabus under Project Management & Estimation · 2 parts

📑 Contents (15 sections)

Part 1 of 2

Specifications

Last reviewed 16 Sept 2026 · 7 min read

Meaning and purpose

Specifications are written descriptions of the quality of materials, workmanship, method of construction, tests and mode of measurement for each item of work. Drawings show what is to be built (shape, size, location); specifications describe how and with what quality.

Purposes

  1. Define the quality of materials and workmanship precisely.
  2. Provide the basis for rate analysis and estimating.
  3. Enable uniform tendering — all contractors quote for the same work.
  4. Guide the execution and supervision of work at site.
  5. Serve as a legal document (part of the contract) for settling disputes.
  6. Allow checking of work and materials through specified tests.

Types of specifications

Type Description
General (brief/outline) specifications Short description of the class of building and main features — type of foundation, walls, roof, flooring, finishing — used with preliminary estimates
Detailed specifications Complete description of each item — materials, proportions, method of preparation and execution, curing, tests, finishing, mode of measurement and payment — used with detailed estimates and contracts
Standard specifications Published by organisations and used as references — e.g. CPWD Specifications, MoRTH Specifications for Road and Bridge Works, state PWD specifications, relevant BIS standards
Manufacturer's specifications Instructions from manufacturers for proprietary products (waterproofing compounds, adhesives, sealants)
Open specifications Allow materials/products meeting stated requirements from any source — encourages competition
Closed (proprietary/restricted) specifications Specify a particular brand/product — used where required, but restrict competition (public works generally require "or equivalent")
Performance specifications Specify required results/performance (e.g. strength, durability, compaction density) — method left to the contractor
Prescriptive (method) specifications Specify materials and methods in detail (e.g. mix proportions, number of roller passes)

Principles of writing specifications

  1. Clear, concise and unambiguous language; avoid vague terms ("good quality", "as directed" without limits).
  2. Consistent with drawings and other contract documents; any conflict to be resolved by stated precedence.
  3. Follow a logical sequence — materials → preparation → execution → curing/protection → tests → measurement → rate.
  4. Quote standard specifications and BIS codes instead of repeating long details where appropriate.
  5. Specify tests and acceptance criteria.
  6. Avoid repetition and contradictory clauses.
  7. Be fair to both owner and contractor; realistic requirements.
  8. Use the imperative/future tense ("shall").

Detailed specifications of common items (outline)

Earthwork in excavation for foundations

  • Site cleared; centre lines and trench widths marked from drawings; excavation to lines and levels.
  • Bottom of trench levelled, rammed and watered; soft or loose pockets removed and filled with concrete or as directed.
  • Excavated earth deposited at a specified distance from the edge of the trench; shoring/timbering and dewatering where necessary.
  • Measurement in m³ as trench dimensions; rate includes lead and lift as specified.

Plain cement concrete (e.g. 1 : 4 : 8 in foundations)

  • Materials: OPC/PPC as specified; clean, well-graded sand and hard broken stone aggregate of specified size.
  • Mixing: in a mechanical mixer (hand mixing on a watertight platform where permitted), specified water–cement ratio.
  • Placing and compaction: in layers not exceeding a specified thickness; compacted by rammers/vibrators; no segregation.
  • Curing: kept wet for the specified period (commonly at least 7 days for OPC, longer for blended cements).
  • Measurement: m³; no deduction for small embedded items.

Reinforced cement concrete

  • Formwork rigid, watertight, true to line; reinforcement as per drawings and BBS, with specified cover blocks, laps and binding.
  • Design mix concrete; slump and cube tests; placing within the initial setting time; vibration; construction joints at specified locations.
  • Curing for the specified period; stripping of formwork after specified periods.
  • Measurement in m³ (concrete), m² (formwork) and kg (steel), as specified in the item.

First-class brickwork in cement mortar

  • Bricks: first-class, well burnt, of uniform size and colour, with metallic ringing sound, free from cracks; soaked in water before use.
  • Mortar: cement and sand in specified proportions, used within the specified time (e.g. before initial setting).
  • Laying: in English bond (unless specified), frog upwards, joints fully filled, joint thickness not exceeding about 10 mm; courses truly horizontal and walls plumb; not more than a specified height (commonly about 1 m) raised in a day.
  • Curing: kept wet for about 7–10 days; joints raked for plastering/pointing.
  • Measurement: m³.

Damp-proof course

  • Typically cement concrete (e.g. 1 : 1.5 : 3), 40–50 mm thick with or without waterproofing compound, or bitumen coats as specified, over the full width of the wall at plinth level; not provided across door openings unless specified; cured.

Cement plastering

  • Joints raked, surface cleaned and wetted; dots and screeds for uniform thickness.
  • Mortar of specified proportions; applied in one or two coats as specified (e.g. 12 mm internal, 15–20 mm external in two coats).
  • Finished with a wooden float/trowel; curing for about 7 days.
  • Measurement in m² with IS 1200 deductions.

Flooring (cement concrete / tiles)

  • Base concrete over compacted filling; floor laid in panels with dividing strips; specified slopes; curing; polishing/grinding for terrazzo; skirting as specified.

Whitewashing, colour washing and painting

  • Surface cleaned, holes filled, priming where required.
  • Lime wash/colour wash in specified number of coats, each coat allowed to dry.
  • Paints (distemper, emulsion, enamel) applied as per manufacturer's instructions, with specified coats.
  • Measurement in m² (with coefficients for doors, windows and grilles).

Part 2 of 2

Contracts, Tendering & Arbitration

Last reviewed 16 Sept 2026 · 8 min read

A contract is an agreement enforceable by law (Indian Contract Act, 1872).

Essentials of a valid contract

  1. Offer (proposal) and acceptance.
  2. Lawful consideration.
  3. Competent parties — of the age of majority, sound mind, not disqualified by law.
  4. Free consent — not caused by coercion, undue influence, fraud, misrepresentation or mistake.
  5. Lawful object.
  6. Not expressly declared void; certainty and possibility of performance.
Term Meaning
Valid contract Satisfies all essentials — enforceable
Void contract Not enforceable by law (e.g. unlawful object, or becomes impossible)
Voidable contract Enforceable at the option of one party (e.g. consent obtained by coercion or fraud)
Void agreement Never enforceable from the start

Types of construction contracts

Type Features Suitability / risk
Lump sum contract Contractor quotes a fixed total price for the complete work per drawings and specifications Well-defined designs; contractor bears quantity risk; variations difficult to value
Item rate (unit rate / schedule) contract Contractor quotes rates for each item in the bill of quantities; payment = measured quantity × rate Most common in public works; owner bears quantity risk; flexible for quantity changes
Percentage rate contract Contractor quotes a percentage above/below the departmental schedule of rates estimate Simple evaluation; common in PWD works
Cost plus percentage Actual cost + a percentage of cost as fee Urgent/undefined works; no incentive to economise — cost rises with fee
Cost plus fixed fee Actual cost + fixed fee Some incentive to finish early; owner bears cost risk
Cost plus fluctuating fee / target cost Fee varies with performance against a target cost (savings/overruns shared) Encourages economy
Labour contract Contractor supplies labour only; owner supplies materials Small works; owner controls materials
Piece work Payment per unit of work for small jobs without formal agreement Petty works
Turnkey / EPC contract Single contractor responsible for engineering, procurement and construction, handing over a ready-to-use facility, usually at a lump sum price Owner transfers design and construction risk; single-point responsibility
Design-build Same entity designs and constructs Faster (overlapping design and construction)
Negotiated contract Terms settled by negotiation with one or a few contractors Specialised/urgent works

Public–private partnership (PPP) models

Model Meaning
BOT (Build–Operate–Transfer) Private party builds, operates (collects tolls/user charges) for a concession period, then transfers to government
BOOT (Build–Own–Operate–Transfer) Private party also owns the asset during concession, then transfers
BOO (Build–Own–Operate) Ownership stays with the private party (no transfer)
DBFOT (Design–Build–Finance–Operate–Transfer) Private party designs and finances as well
BOT (Annuity) Government pays fixed annuities to the concessionaire; traffic risk with government
HAM (Hybrid Annuity Model) Used for national highways in India — government pays part of the project cost (commonly 40%) during construction; balance by the developer, recovered through annuity payments with interest; toll/revenue risk with government
EPC Not PPP — government finances; contractor builds for a fixed price

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