Ahmedabad’s new road construction SOP attempts to change the way the city plans streets: from treating a road as a standalone engineering project to designing it as a shared corridor for transport, utilities and public space. The Ahmedabad Municipal Corporation has made surveys of water, drainage, storm-water, electricity, gas, telecom and streetlight networks mandatory before a road is designed or resurfaced. The immediate objective is to prevent newly built roads from being dug up again for work that should have been planned earlier.
The municipal commissioner’s circular requires the procedure to take effect immediately. It applies not only to new road construction but also to resurfacing and related design decisions. Before a design is finalised, the responsible project or zone department must obtain written views from officials dealing with water supply, drainage, storm-water drainage and streetlights. A joint meeting and site inspection must then determine what work is required before the road is built.
This is significant because repeated excavation is not simply a road-maintenance problem. It is a coordination problem between departments, agencies and utility owners. A road can be technically completed while the corridor beneath it remains unresolved. When another department later needs to install or replace a line, the completed surface becomes the easiest point of intervention. The result is a cycle in which public infrastructure is built, reopened and repaired in sequence rather than planned as one system.
The SOP’s central intervention is therefore procedural. It moves utility identification to the beginning of the project instead of leaving it to the construction stage or to emergency coordination after the road is complete. The survey must record where each utility passes, along with its depth, size, type and ownership. The information is to be consolidated into an integrated map. If existing records are incomplete or unclear, the project engineer must approve trial pits to verify what lies below or around the road.
That requirement recognises a practical limitation in urban infrastructure planning: a drawing or departmental record may not fully describe the conditions at a particular site. Trial pits are intended to resolve uncertainty before construction decisions are made. The SOP also requires safety measures during this investigation, photographs of the work and a report, followed by restoration of the site. If a utility must be shifted or rehabilitated, the estimated cost has to be prepared along with the road design.
The financial and administrative importance of this step is clear from the procedure itself. Utility relocation is not treated as an unforeseen issue that can be addressed after work begins. It must be identified, costed and incorporated into the project before construction. The supplied details do not establish whether the new system will reduce project costs or how much repeated excavation has cost the corporation in the past. They do show, however, that the AMC is attempting to make hidden underground work part of the formal project brief.
The circular also expands the definition of a road project. Road design is required to include footpaths, cycle tracks, streetlights, traffic arrangements, landscaping and all utilities, rather than focusing only on the carriageway. Space must be assigned for each utility within the road width. Ducts and cross-ducts must be provided so that future lines can be installed without cutting into a finished road wherever possible.
This provision is particularly important because it addresses both current coordination and future uncertainty. A city’s utility requirements can change after a road is completed, while new connections and replacements may not always be predictable at the time of the original project. Providing ducts does not remove the need for future planning, but it creates an infrastructure layer intended to reduce the need for repeated surface disruption.
The SOP also introduces more detailed technical checks for pavement design. Before an unpaved road is converted into a paved road, soil testing must be carried out. The pavement design is to be based on the soil’s California Bearing Ratio, or CBR, value. For resurfacing existing asphalt roads, Falling Weight Deflectometer testing is mandatory, with a report on the road’s deflection. The pavement thickness must be determined using traffic loading expressed in million standard axles, or MSA.
These provisions are meant to connect the design of the road surface to the conditions below and the traffic it is expected to carry. The procedure also requires technical assessment of where and how much milling should be undertaken. A finished road level sheet must record existing and final levels, while measurement sheets must capture the road’s length, width and construction layers. In effect, the SOP seeks to replace a general resurfacing decision with a documented assessment of the road’s condition, soil and loading requirements.
The distinction between utility planning and pavement testing matters. A road can fail administratively if departments work in the wrong sequence, or technically if its pavement is designed without adequate information about soil and traffic. The AMC’s new procedure places both problems within the design stage. It links the underground corridor, the surface and the public-realm elements in one set of instructions.
The policy also changes the requirements placed on consultants and future tenders. The integrated provisions must be included in tender and request-for-proposal documents for new road-design consultants. The project or zone department must secure prior written opinions from water-supply and drainage officials. These requirements could make interdepartmental coordination a contractual and documented responsibility rather than an informal expectation.
That distinction will determine whether the SOP becomes a working system or remains a circular. The supplied report confirms the immediate implementation order and lists the approvals, surveys, tests and design documents required. It does not provide details on a central utility database, a public disclosure mechanism, penalties for non-compliance, or an institution responsible for resolving disagreements between utility-owning departments. Those elements are not established in the available material and would be important to assess implementation later.
The procedure also leaves the question of accountability open. Several departments and utility owners may contribute information to a road project, but the circular as described does not identify a single authority responsible for certifying that all relevant underground services have been verified before construction begins. It requires written views, joint meetings and site visits, but the available information does not specify what happens if an agency does not respond, if records conflict, or if an unrecorded line is discovered after work starts.
Similarly, the SOP sets out what must be surveyed but does not establish how frequently utility information will be updated. A consolidated map prepared for one project may become incomplete when another line is laid later. The requirement for ducts and cross-ducts addresses part of this problem, but the durability of the system will depend on whether newly installed or shifted infrastructure is recorded and incorporated into later designs.
The citizen-facing value of the policy lies in the continuity of the street. Repeated cutting can affect road surfaces, pedestrian movement, traffic management and access to properties and services. The source material does not provide a citywide count of repeated excavations or quantify the disruption caused by them. The policy’s stated purpose is nevertheless clear: complete water and drainage work before road construction begins and avoid reopening a finished road for subsequent utility work.
That objective also reveals a larger urban-planning question. In a built-up city, the visible road is only the uppermost part of a corridor that carries multiple systems. Water, drainage, storm water, power, gas, telecommunications and lighting all compete for space beneath and alongside the street. When each system is planned separately, construction can proceed in a sequence that repeatedly disturbs the same public asset. The AMC’s SOP recognises that the road must be planned as a coordinated infrastructure corridor.
The available evidence establishes a stronger planning framework, but not its results. The next test will be whether project documents contain complete utility maps, whether trial pits are used where information is uncertain, whether utility relocation costs are included before tenders are issued, and whether road designs consistently provide for footpaths, cycle tracks, ducts and cross-ducts. It will also be necessary to see whether the required technical tests translate into pavement designs that match soil conditions and traffic loads.
For now, Ahmedabad has moved the responsibility for avoiding repeat excavation to the front end of the road project. The circular’s immediate implementation, written departmental opinions, joint site inspections, utility mapping, trial-pit verification and pavement testing create a formal sequence before construction begins. Whether that sequence improves the city’s roads will depend on enforcement, record quality and coordination across the agencies that share the corridor.
